W912QR25R0011_Specs-0003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

See Summary of Changes

1. CONTRACT ID CODE PAGE OF PAGES

1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912QR25R0011

X 9B. DATED (SEE ITEM 11)

28-Oct-2024

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3.EFFECTIVE DATE

26-Nov-2024

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912QR25R0011_Specs-0003

W912QR25R0011

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0003

FTC Consolidated Housing Furniture Storage Facility Fort Campbell, KY

W912QR25R0011

Amendment 0003

SUMMARY OF CHANGES

1. The following SPECIFICATION SECTIONS have been replaced in their entirety:

01 02 10 PROJECT DESCRIPTION AND DESIGN REQUIREMENTS

2. The submission date is changed from 03 December 2024 to 02 January 2025 at 1200 ET.

Acknowledgement of receipt of this amendment and proposals are due at that time.

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 03-Dec-2024 12:00 PM to 02-Jan-2025 12:00 PM.

(End of Summary of Changes)

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SECTION 01 02 10

DESIGN REQUIREMENTS

AMENDMENT 0003

PART 1 PROJECT DESCRIPTION AND DESIGN REQUIREMENTS

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. Except as specified otherwise in the RFP, design and construction of facilities shall comply with the latest editions (as of the date of the RFP issue) of the following, but not limited to:

FACILITY DESIGN GUIDE

LDMDG Louisville District Military Design Guide

FCTDG Ft Campbell Technical Design Guide, 15 December 2021, Rev 5

CAM REG 200-1 Ft Campbell Environmental Protection and Enhancement

TRANSPORTATION

AASHTO American Association of State Highway and Transportation Officials, Green Book, 7th Addition

KDOT Kentucky Department of Transportation

MUTCD Manual of Uniform Traffic Control Devices 2009

SDDCTEA PAM 55-14 Surface Deployment and Distribution Command - Traffic Engineering for Better Signs and Markings

ARCHITECTURAL BARRIER ACT

ABA Architectural Barrier Act Standards

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI A137.1 Ceramic Tile

ANSI A250.8/SDI 100 Standard Steel Doors and Frames

ANSI/AWWA C105/A21.5 Polyethylene Encasement for Ductile-Iron Pipe Systems

ANSI/AWS D1.1 (2015) Structural Welding Code - Steel

ANSI/BHMA A156.1 Butts and Hinges

ANSI/BHMA A156.2 Bored and Preassembled Locks and Latches

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ANSI/BHMA A156.3 Exit Devices

ANSI/BHMA A156.4 Door Controls-Closers

ANSI/BHMA A156.15 Release Devices

ANSI/BHMA A156.16 Auxiliary Hardware

ANSI/BHMA A156.6 Architectural Door trim

ANSI/BHMA A156.21 Thresholds

ANSI/BHMA A156.22 Door Gasketing and Edge Seal Systems

ANSI C2 National Electrical Safety Code

ANSI/TIA-570-C (2012) Residential Telecommunication Infrastructure Standard

ANSI/TIA-606-C (2012) � Administration Standard for Telecommunications

ANSI/TIA-607-C (2015) Generic Telecommunications Bonding and Grounding (Earthing) for Customer Premises

ANSI/TIA-758 (2012) Customer Owned Outside Plant Telecommunication Infrastructure Standard

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2016) Minimum Design Loads for Buildings and Other Structures

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 55 (2019) Thermal Environmental Conditions for Human Occupancy

ASHRAE 62.1 (2019) Ventilation for Acceptable Indoor Air Quality

ASHRAE 90.1 (2019) Energy Standard for Buildings except Low- Rise Residential Buildings

ASTM INTERNATIONAL (ASTM)

ASTM A325 (2014) Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength

ASTM A36 (2008) Carbon Structural Steel

ASTM A490 (2012) Structural Bolts, Alloy Steel, Heat Treated, 150 ksi Minimum Tensile Strength

ASTM A500 (2013) Cold-Formed Welded and Seamless Carbon Steel

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Structural Tubing in Rounds and Shapes

ASTM A53 (2012) Pipe, Steel, Black and Hot-Dipped, Zinc- Coated, Welded and Seamless

ASTM A615 (2016) Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

ASTM A653 (2015) Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A706 (2015) Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

ASTM A924 (2014) Steel Sheet, Metallic-Coated by the Hot-Dip Process

ASTM A992 (2011 R15) Structural Steel Shapes

ASTM C1396 (2011) Gypsum Board

ASTM C475 (2002; R 2007) Joint Compound and Joint Tape for Finishing Gypsum Board

ASTM C595 Blended Hydraulic Cements

ASTM C645 (2014) Nonstructural Steel Framing Members

ASTM C646 Steel Drill Screws for the Application of Gypsum Board to Light-Gauge Steel Studs

ASTM C840 (2011) Application and Finishing of Gypsum Board

ASTM D1557 (2012) Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft- lbf/ft3) (2700 kN-m/m3)

ASTM D1751 (2004; R 2008) Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Non-extruding and Resilient Bituminous Types)

ASTM D1752 (2004a; R 2008) Preformed Sponge Rubber Cork and Recycled PVC Expansion

ASTM E1465 (2008a) Radon Control Options for Design and Construction of New Low-Rise Residential Buildings

ASTM E84 (2012a) Surface Burning Characteristics of Building Materials

ELECTRONIC INDUSTRIES ALLIANCE (EIA)

EIA/TIA-492AAAA-B (2009) � Detail Specifications for 62.5 um core Diameter/125-um cladding diameter class Ia graded-index multimode optical fibers

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EIA/TIA 568.1-D (2015) Commercial Building Telecommunications Cabling Standard

EIA/TIA 569 Pathways and Spaces

EIA/TIA 569A Commercial Buildings Telecommunications Pathways and Spaces

EIA/TIA 569B (2004) Commercial Buildings Telecommunications Pathways and Spaces

NACE INTERNATIONAL (NACE)

NACE SP-0169 Control of External Corrosion on Underground or Submerged Metallic Piping Systems

NACE SP-0286 Electrical Isolation of Cathodically Protected Pipelines

NACE SP-0185 Extruded Polyolefin Resin Coating Systems with Soft Adhesives for Underground or Submerged Pipe

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE C62.41 Recommended Practice on Surge Voltages in Low Voltage AC Power Circuits

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2021) International Building Code as amended by UFC 3-600-01

ICC IMC (2018) International Mechanical Code, as amended by UFC 3-410-01

ICC IPC (2018) International Plumbing Code, as amended by UFC 3-420-01

IgCC (2018) International Green Conservation Code

METAL BUILDING MANUFACTURERS ASSOCIATION

MBSM (2018) Metal Building System Manual

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 1 (2021) Fire Code

NFPA 24 (2022) Standard for the Installation of Private Service Mains and their Appurtenances

NFPA 25 Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems

NFPA 101 (2021) Life Safety Code

NFPA 110 (2019) Emergency and Standby Power Systems

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NFPA 13 (2022) Installation of Sprinkler Systems

NFPA 70 (2023) National Electrical Code

NFPA 72 (2022) National Fire Alarm and Signaling Code

NFPA 780 (2017) Installation of Lightning Protection Systems

NFPA 80 (2022) Fire Doors and Other Opening Protectives

NFPA 90A (2021) Standard for the Installation of Air- Conditioning and Ventilating Systems

NFPA 291 (2021) Recommended Practice for Fire Flow Testing and Marking of Hydrants

NATIONAL COUNTERINTELLIGENCE & SECURITY CENTER (NCSC)

ICD/ICS 705 Technical Specifications for Construction and Management of Sensitive Compartmented Information Center, most current Version

UNIFIED FACILITIES CRITERIA (UFC)

UFC 1-200-01 DoD Building Code (General Requirements), 01 September 2022

UFC 1-200-02 High Performance and Sustainable Building Requirements, Change 2, 01 June 2022

UFC 3-101-01 Architecture, Change 1, 05 January 2021

UFC 3-110-03 Roofing, Change 5, 12 June 2020

UFC 3-120-01 Design: Sign Standards, Change 3, 12 December

UFC 3-120-10 Interior Design, Change 2, 15 June 2021

UFC 3-190-06 Protective Coatings and Paints, 01 March 2021

UFC 3-201-01 Civil Engineering, 20 December 2022

UFC 3-201-02 Landscape Architecture, 29 April 2020, with Change 1, 09 February 2021

UFC 3-210-10 Low Impact Development, 1 June 2015, with Change

3, 1 March 2020

UFC 3-220-05 Dewatering and Groundwater Control, 16 January

UFC 3-240-01 Wastewater Collection and Treatment, 1 May 2020, with Change 2, January 2021

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UFC 3-250-01 Pavement Design for Roads and Parking Areas, 14 November 2016

UFC 3-250-03 O&M Manual: Standard Practice for Flexible Pavements, 30 May 2014

UFC 3-250-04 Standard Practice for Concrete Pavements, 16 January 2004, with Change 2, 29 July 2009

UFC 3-250-08FA Standard Practice for Sealing Joints and Cracks in Rigid and Flexible Pavements, 16 January 2004

UFC 3-260-17 O&M Manual: Standard Practice for Dust Control on Roads, Airfields, Base Camps, And Adjacent Area, 22 May 2018

UFC 3-301-01 Structural Engineering, 1 October 2019

UFC 3-320-06A CONCRETE FLOOR SLABS ON GRADE SUBJECTED TO HEAVY LOADS

UFC 3-401-01 Mechanical Engineering, with Change 1, 1 October

UFC 3-410-01 Heating, Ventilating, and Air Conditioning Systems, with Change 8, 21 July 2021

UFC 3-410-02 Direct Digital Control for HVAC and Other Building Control Systems, with Change 2, 12 April 2021

UFC 3-420-01 Plumbing Systems; 1 April 2021

UFC 3-430-09 Exterior Mechanical Utility Distribution, 16 January 2004 with Change 1, 25 March 2009

UFC 3-501-01 Electrical Engineering, with Change 1, 1 November 2019

UFC 3-520-01 Interior Electrical Systems, with Change 2, 12 April

UFC 3-530-01 Interior and Exterior Lighting and Controls, 9 February

UFC 3-550-01 Exterior Electrical Power Distribution, with Change 3, 1 November 2019

UFC 3-570-01 Cathodic Protection, 28 November 2016 Change 1, 14 January 2019

UFC 3-575-01 Lightning and Static Electricity Protection Systems, with Change 1, 1 October 2021

UFC 3-580-01 Telecommunications Building Cabling Systems Planning and Design, with Change 1, 1 June 2016

UFC 3-600-01 Fire Protection Engineering for Facilities, with Change

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6, 6 May 2021

UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings, with Change 2, 30 July 2022

UFC 4-010-06 Cybersecurity of Facility-Related Control Systems, with Change 1, 18 January 2017

UFC 4-021-01 Design and O&M: Mass Notification Systems, with Change 1, January 2010

UFC 4-440-01 Warehouses and Storage Facilities

UNDERWRITERS LABORATORIES (UL)

UL 1638 (2001; Reprint Oct 2013) Visual Signaling Appliances - Private Mode Emergency and General Utility Signaling

UL 1971 (2002; Reprint Oct 2008) Signaling Devices for the Hearing Impaired

UL 2017 (2008; Reprint May 2011) General-Purpose Signaling Devices and Systems

UL 67 (2009; Reprint Sep 2010) Panelboards

UL 864 (2014) Control Units and Accessories for Fire Alarm Systems

UL 869A (2006) Service Equipment

U.S. Green Building Council (USGBC)

LEED v4 Leadership in Energy and Environmental Design, Version 4

LEED v4 Reference Guide (2020) Leadership in Energy and Environmental Design (LEED) Reference Guide for Building Design and Construction, Version 4

LEED v4.1 Leadership in Energy and Environmental Design, Version 4.1

LEED v4.1 Reference Guide (2022) LEED v4.1 Building Design and Construction

AMENDMENT 0003*****************************************************************

1.2 PROJECT DESCRIPTION AND SCOPE OF WORK

The project is to design and build a new 19,000 sf warehouse for storage of furniture and amenities for single soldier barracks rooms at Fort Campbell. The Consolidated Housing Furniture Storage Facility is a warehouse used to store and issue furniture for the +5,000, on-post barracks rooms, utilizing conventional design and construction methods to accommodate the mission of the facility. The facility shall be designed as permanent construction in accordance with the DoD

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Unified Facilities Criteria (UFC) 1-200-01. The Consolidated Housing Furniture Storage Facility shall be 19,000 sq.ft., which includes a drive-through loading/unloading area, high-rack shelving for furniture storage, and a small office area for staff and customers.

The facility shall be in compliance with applicable DoD (Unified Facilities Criteria), COS (Center of Standardization � General Warehouse), Louisville District Military Design Guide(LDMDG), State and National Codes and the Ft. Campbell Technical Design Guide. In addition, local materials and construction techniques shall be used when cost effective. This project shall comply with DoD antiterrorism/force protection requirements per Unified Facilities Criteria (UFC).

Special construction requirements: all necessary exterior utilities, pavements, fire protection, site work, and support. Provide utility connections for facility equipment components. Ensure ease of access to equipment to facilitate maintenance.

The installation requires an adequately sized, properly configured, and correctly sited furniture storage warehouse. The facility will include the warehouse area, storage rack systems, office, and administrative space.

Current Situation: The installation is using an existing warehouse that is in poor condition and is not suitable for extensive fork-lift operations. The existing facility has very low ceiling heights and/or ceiling obstructions, such as lights, piping, and ventilation equipment. Due to the facility�s wood structure, there are extensive building columns throughout the space. The columns limit the storage space and severely impact the use of forklifts. Additionally, the facility has limited access points and no covered loading/unloading for customer use.

Design and construction shall comply with the requirements contained in this Request for Proposals (RFP). The design and technical criteria contained and cited in this RFP and the Unified Facilities Guide Specifications (UFGS)indicate spec system required for use by Designer of Record establish minimum standards for design and construction quality. The Designers of Record shall use the Unified Facilities Guide Specifications (UFGS), The Louisville District Military Design GUIDE (LDMDG), Ft. Campbell Technical Design Guide and the requirements contained in this RFP to fully develop the technical specifications and construction drawings.

The plans that are included in this RFP illustrate the conceptual design of the project. Site and floor plans provided shall be followed by the Design/Build Contractor to comply with the end user functional needs. The building elevations provided shall be further developed to achieve architectural compatibility with the Base Facility Standard.

This contract shall consist of a base bid for the design and construction of the Consolidated Housing Furniture Storage Facility complete with associated utilities and site improvements, storm drainage, communications, electric, HVAC, lightning protection, fire protection/alarm system, natural gas, paving, sidewalks, curbs, access drives, grading, and physical security requirements.

The Base Bid shall include all work, labor, materials, and equipment required to design and construct a Consolidated Housing Furniture Storage Facility as described in this RFP, including all site demolition, site work, site improvements, utilities, and all furniture/FF&E.

The contract also includes the following bid options:

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Option 1: Furnishings (to include Movable and rack storage).

Option 2: Design and Construction:

Roadway and Road Improvements.

Option 3: Design and Construction:

Supporting Facility: Use of Asphalt in Lieu of Concrete (FULL DEPTH REPLACEMENT)

Option 4: Design and Construction:

Primary Facility: Corrugated Metal Panels with internal insulation in Lieu of Insulated Metal Panels.

*******************************************************************Amendment 0003

1.2.1 Order of Precedence:

In the event there are conflicts between the space requirements indicated in the RFP documents, the following order of precedence shall be used:

a) Specification 01 02 10

b) Attachment 2 � ROOM DATA SHEETS

c) Attachment 1 � CONCEPT DRAWINGS

1.3 NOT USED

1.4 APPLICABLE CRITERIA

Applicable design and construction criteria are specifically indicated, but not limited to that mentioned in this Section 01 02 10. Criteria shall be taken from the most current references as of the date of issue of the RFP, unless noted otherwise.

Referenced codes and standards are minimum acceptable criteria. Administrative, contractual, and procedural features of the contract shall be as described in other sections of the RFP.

1.5 SPECIFICATIONS

The technical specifications shall be developed from the Unified Facilities Guide Specifications (UFGS) by the Designers of Record. The Louisville District (LRL) versions of the UFGS shall be used first in all cases where applicable. If not available in UFGS, the Designer of Record shall develop one using a SpecsIntact template. See LRL Section 01 33 16.00 10 DESIGN SUBMISSION REQUIREMENTS AFTER AWARD for further technical specification preparation requirements.

1.6 DESIGN QUALITY

Design and materials quality is achieved through the integration of utility systems within the building and on the site, selection of building systems for low- cost maintenance and operation, and an overall balance of aesthetics and functionality within the parameters provided herein.

1.7 DESIGN FREEDOM

Requirements stated and illustrated in this RFP are a minimum. Innovative, creative, or cost-saving proposals which meet or exceed these requirements are encouraged and shall be considered during the design charrette and design submittal reviews. The drawings provided establish project floor area requirements and spatial relationships that have been reviewed for user function and preliminary code compliance. Floor and site plans shall change with government approval to enhance design, comply with codes, incorporate options, include betterments, or

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support constructability.

1.8 ENERGY STANDARD COMPLIANCE

The buildings shall comply with the provisions of ASHRAE 90.1 2013. As a separate part or section of the Design Analysis, demonstrate compliance with ASHRAE 90.1 using calculations, vendor literature, equipment catalog sheets, compliance forms, worksheets, and narrative descriptions of the building envelope, HVAC systems, service water heating, electrical power, lighting, and other equipment, and systems.

1.9 FORCE PROTECTION & ANTITERRORISM CONSIDERATIONS

Project design and construction shall comply with the Department of Defense Minimum Antiterrorism Standards for Buildings which is available on the internet at http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4 Unified Facilities Criteria (UFC) for UFC 4-010-01. Mass notification systems shall be in accordance with UFC 4-021-01.

1.10 HAZARDOUS MATERIALS ABATEMENT

Asbestos abatement is not required during demolition. Lead-based paint is not present.

1.11 PERMITS

The contractor shall be responsible for preparing, filing, and paying for any fees required to obtain all necessary permits for the construction of this project.

1.12 CONSTRUCTION LAYDOWN AREA:

The construction laydown area location shall be determined within or near the site boundaries of the project and as otherwise directed by USACE Representative and Ft.

Campbell. Provide 6-foot-high chain-link fence with privacy fabric along the perimeter of the laydown area. The laydown area shall comply with Ft. Campbell Technical Design Guide. The contractor is responsible for extending utilities to any construction trailers located within the laydown area. Provide temporary restroom facilities within the laydown area. Upon completion of the project, the contractor shall repair, regrade and re-seed any areas damaged during construction.

1.13 WORK CONSTRAINTS

1.13.1 Utility Outages or Shutdowns

The contractor shall schedule all utility outages, changeovers, or temporary shutdowns a minimum of 14 days in advance.

1.14 REQUIRED PERSONNEL

Quality Control and Safety Supervisor cannot be the same person.

1.15 GENERAL SECURITY REQUIREMENTS AND GUIDANCE

The security requirements described below apply to all contract personnel (including employees of the prime Contractor (�Contractor�) and all subcontractor employees) supporting the performance requirements of this contract. The Contractor is responsible for compliance with these security requirements. Questions regarding

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security matters shall be addressed to the designated Government representative (e.g., Contracting Officer Representative (COR), Requiring Activity (RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed)). Contract personnel are critical to the overall security and safety of US Army Corps of Engineers (USACE) installations, facilities and activities, and security awareness training contributes to those efforts. The Department of Defense (DoD) and Army security training requirements specified below, if applicable, are performance requirements; all applicable contract personnel shall complete initial training within 30 days of contract award or the date new contract personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall provide written documentation (e.g., email or memorandum) to the Government representative. The documentation shall include the names of contract personnel trained and which training they completed; the Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative. Contractor personnel and vehicles are subject to search when entering federal installations.

Additionally, all contract personnel shall comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as �RAMs�), and Health Protection Condition (HPCON) measures. The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures�this includes identifying mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel. The Contractor shall ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

1.16 PHYSICAL SECURITY AND ACCESS CONTROL REQUIREMENTS

All contract personnel requiring physical access to a federal installation or facility shall comply with the access control procedures of that location. Contract personnel requiring unescorted access to meet contract performance requirements on a DoD installation in the US shall be vetted by the installation/facility Provost Marshal/Directorate of Emergency Services/Security Office using the National Crime Information Center-Interstate Identification Index (commonly referred to as �NCIC- III�) and Terrorist Screening Database (commonly referred to as �TSDB�). Contract personnel shall comply with all personal identity verification requirements specified in installation/facility policies and procedures. Contract personnel who do not meet requirements for unescorted access to USACE facilities shall coordinate escorted access with the Government representative, as needed. Contract personnel who receive keys, access cards, or lock combinations that provide access to government-owned property shall comply with key and lock control procedures of the RA

1.17 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

Contractors shall comply with the requirements set forth in FAR clause 52.222-54 Employment Eligibility Verification and FAR Subpart 22.18 in using the E-Verify Program at (https://www.e-verify.gov/) (website subject to change) to meet the contract employment eligibility requirements. Contractors are encouraged to cooperate with Federal and State agencies responsible for enforcing labor requirements to include eligibility for employment under United States immigration laws in accordance with FAR 22.102-1(i). An initial list of verified/eligible candidates shall be provided to the COR no later than three business days after the initial contract award. When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, and submit it to the Contracting Officer to become part of the official contract file.

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PART 2 FUNCTIONAL AND AREA REQUIREMENTS

2.1 GENERAL REQUIREMENTS

2.1.1 Building Area Calculations

Calculations of Gross and Net Areas shall be calculated in accordance with the requirements of UFC 3-101-01.

2.1.1.1 Gross Area Definition

Gross building area is measured to the outside face of exterior enclosure walls.

The gross floor area of the project shall be determined by the DB Contractor's proposal to meet all RFP requirements including minimum net areas indicated in this RFP.

2.1.1.2 Net Area Definition

Net area is measured to the inside face of the room or space walls.

Minimum net area requirements for programmed spaces are included on the floor plans. Net areas indicated for building circulation and utility rooms are for guidance only. These spaces shall be sized to accommodate the required function and equipment, comply with code requirements, enhance constructability, and comply with other requirements of the RFP.

2.1.2 Room Finish Requirements

Room finishes stated in the Room Data Sheets are the minimum requirements and shall be further developed by the Interior Designer of Record and submitted in SID binders. Refer to PART 5.10 INTERIOR DESIGN REQUIREMENTS for additional information pertaining to Room Finishes.

2.1.3 Furniture Requirements

Provide a Furniture, Fixtures, & Equipment (FF&E) Package. Furniture plans provided in this RFP shall be further developed to accommodate the building occupants' needs.

Refer to PART 5.10 INTERIOR DESIGN REQUIREMENTS for additional information pertaining to Furniture, Fixtures, and Equipment.

The DB Contractor shall assure coordination between the furnishings, fixtures, and equipment in the FF&E Package, finishes in the Structural Interior Design (SID), government furnished government installed (GFGI) equipment, building structure, and building utilities including location of light switches, electrical outlets, communications outlets, utility panels, and HVAC units within furnished areas.

2.2 Consolidate Furniture Warehouse Requirements

The installation will be used for the storage of furniture for barracks rooms at Ft.

Campbell. The facility shall support 10,000 bed spaces and 5,000 single soldier enlisted barracks rooms and directly supports soldier quality of life and well-being. This facility supports the issue, turn-in, maintenance of, shipping, distribution and storage of mattresses, full size appliances and wood furniture used to outfit and support barracks rooms, and common areas within the enlisted barracks buildings.

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PART 3 SITE PLANNING AND DESIGN

3.1 EXISTING CONDITIONS

The proposed location for the Consolidated Housing Furniture Storage facility is a fenced area south of 53rd Street, between Tennessee Avenue on the west, and Wickham Avenue to the east. The main entrance drive into this area is from 53rd Street. There are 7 existing warehouses located on the north side of the site with concrete drives around and between the existing warehouses for vehicular circulation. The south half of the site is undeveloped with gravel paved areas. Historical aerial photographs of this area showed a large metal canopied structure (140�x40�) on the south side of the existing warehouses. Although this structure is gone, a small concrete slab remains on grade located within the area of the structure, and structural column footings could remain below grade. An additional fenced gravel storage area on the south side of the site will also be included into the overall area for this project.

The existing area is relatively flat with minimal fall from the Southeast corner down to the Northwest corner of the overall site. An existing storm sewer system is located on the north side of the proposed site around the existing warehouses to the north.

The proposed area for the new facility encompasses approximately 1.9 acres.

Fire Protection Water - The existing water distribution infrastructure on Ft. Campbell is owned and maintained by JACOBS. The fire protection water for the facility is provided by an existing 12-inch water main located to the west of the proposed site.

The existing 12-inch water main is located on the east side, and parallel to, Wickham Avenue. A dedicated 12-inch water main will be installed from the existing 12-inch water main to the point of connection at the building.

A dedicated 8-inch fire protection water loop shall be installed around the new facility. The fire protection loop will be connected to the new 12-inch water main and to the exiting 6-inch water main located on the east side of the proposed site with a new 6-inch water main. The 8-inch loop will provide for 3 fire hydrants located around the building.

Potable Water - The existing potable water system infrastructure on Ft. Campbell is owned and maintained by JACOBS. There is an existing 6-inch water main located on the east side of the proposed site. The existing main is located on the west side, and parallel to, Tennessee Avenue and is oriented in a north/south direction. The building potable water service connection will be installed from the existing 6-inch water main to the point of connection at the building.

Natural Gas � The existing natural gas infrastructure on Ft. Campbell is owned and maintained by Clarksville Gas and Water Company. The existing natural gas line is located on the east side, and parallel to, Tennessee Avenue and is oriented in a north/south direction. The new natural gas service line will be installed from the existing natural gas line to its point of connection at the building. As discussed with Clarksville Gas and Water Company a new 2-inch, 40 psi, natural gas service line will be extended west to its point of connection at the building. This line will be required to be bored under Tennessee Avenue Per FCTDG, when utilities are required to cross under roads/streets, boring is required (no cutting of pavement is to be done). Exceptions can be granted with written approval of the Director of Public Works.

Sanitary Sewer � The existing sanitary sewer and collection system on Ft. Campbell

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is owned and maintained by JACOBS. An existing sanitary manhole is located to the east of the proposed site. The existing manhole has sufficient depth to allow for a gravity service line to be extended to its point of connection.

Electrical Service � Electrical infrastructure is available on site. City Light & Power (CLP) is the Ft. Campbell electrical provider. The site has both overhead and buried electrical lines near proposed site.

Communications � Communications infrastructure is available near proposed warehouse site. Regional Network Enterprise Center (RNEC) owns and maintains the Ft. Campbell telecommunications system. The communications are located underground near proposed site. This line will be required to be bored under Tennessee Avenue Per FCTDG, when utilities are required to cross under roads/streets, boring is required (no cutting of pavement is to be done). Exceptions can be granted with written approval of the Director of Public Works.

Storm Drainage The existing site drains from the Southeast corner down to the Northwest corner of the site with minimal fall across the site. The site consists of concrete and gravel pavement areas with surface stormwater runoff flows. Based on the existing ground cover of the site and the proposed improvements within this area an increase in stormwater runoff should be minimal.

An existing storm sewer system is located north of the project site providing for drainage around the existing warehouses. Based on the topographical survey for the site the DOR is to determine if the existing storm sewer system has the depth to allow for the extension of new storm sewer lines if needed and the capacity to accept additional flows from the proposed site. All storm sewers and structures will be constructed in conformance with FCTDG.

3.2 SITE DEVELOPMENT PLAN

The Site & Utility Plan that is provided in Attachment 1 is a conceptual layout that shows the building footprint, the existing points of access and both existing and proposed utilities. This preliminary plan shall be fully developed to include the requirements of this RFP. The design shall provide an economical, compatible, and functional plan that utilizes the advantages of the site, preserves the general drainage patterns, and provides for organized vehicular and pedestrian circulation.

This plan shall accommodate site opportunities, site constraints, RFP requirements, and applicable codes. The design standards shall also be in accordance with the Unified Facilities Criteria (UFC) 3-201-01 Civil Engineering and the FCTDG.

3.3 LANDSCAPE DESIGN

All disturbed grass areas will be fully seeded with a seed blend compatible with the region or as approved by Ft. Campbell. Landscaping around the new facility and adjoining areas disturbed by construction will be provided with a 4-inch thick gravel surface. A maintenance-free design around the new facility is required.

The site plan for the building includes an unobstructed space that extends a minimum of 33-feet from the face of the building per UFC 04-010-01. There will be no obstructions, landscape features, or building features that might allow for concealment of explosives constructed or installed within the unobstructed space.

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PART 4 SITE ENGINEERING

4.1 APPLICABLE CODES AND STANDARDS

Except as specified otherwise in the RFP, design and construction of facilities shall comply with the latest editions (as of the date of the RFP issue) of the following, but not limited to:

AASHTO American Association of State Highway and Transportation Officials, Green Book, 7th Addition

ABA Architectural Barriers Act

ADA

ASTM C595

Americans with Disabilities Act

Blended Hydraulic Cements

CAM REG 200-1 Ft Campbell Environmental Protection and Enhancement

EISA Energy Independence and Security Act

FCTDG Ft Campbell Technical Design Guide, 15 December 2021, Rev 5

KDOT Kentucky Department of Transportation

LDMDG Louisville District Military Design Guide

MUTCD Manual of Uniform Traffic Control Devices 2009

NFPA 1 Fire Code Handbook

NFPA 24 Standard for the Installation of Private Fire Service Mains and Their Appurtenances

NFPA 25 Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems

SDDCTEA PAM 55-14

TDEC

Surface Deployment and Distribution Command - Traffic Engineering for Better Signs and Markings

Tennessee Department of Environment and Conservation

UFC 1-200-01 DoD Building Code (General Requirements), 01 September 2022

UFC 3-201-01

UFC-201-02

Civil Engineering, 20 December 2022

Landscape Architecture, 29 April 2020, with Change 1, 09 February 2021

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UFC 3-210-10 Low Impact Development, 1 June 2015, Change 3, 1 March 2020

UFC 3-220-05 Dewatering and Groundwater Control, 16 January

UFC 3-240-01 Wastewater Collection and Treatment, 1 May 2020, Change 2, January 2021

UFC 3-250-01

UFC 3-250-03

Pavement Design for Roads and Parking Areas, 14 November 2016

O&M Manual: Standard Practice for Flexible Pavements, 30 May 2014

UFC 3-250-04 Standard Practice for Concrete Pavements, 16 January 2004, with Change 2 - 29 July 2009

UFC 3-250-08FA Standard Practice for Sealing Joints and Cracks in Rigid and Flexible Pavements, 16 January

UFC 3-250-11

UFC 3-260-17

Soil Stabilization and Modification for Pavements, 30 November 2020

O&M Manual: Standard Practice for Dust Control on Roads, Airfields, Base Camps, And Adjacent Area, 22 May 2018

UFC 3-301-01 Structural Engineering, 1 October 2019

UFC 3-401-01 Mechanical Engineering, with Change 1, 1 October

UFC 3-430-09 Exterior Mechanical Utility Distribution, 16 January 2004 with Change 1, 25 March 2009

UFC 3-550-01 Exterior Electrical Power Distribution, 1 September 2016 Change 3, 01 November 2019

UFC 3-570-01 Cathodic Protection, 28 November 2016 Change 1, 14 January 2019

UFC 3-600-01 Fire Protection Engineering for Facilities, 8 August 2016 Change 6, 6 May 2021

UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings, with Change 2, 30 July 2022

4.2 GENERAL

Site development consists of the earthwork, demolition of exiting site improvements, installation of the new site improvements, and the installation and modification of the utility infrastructure.

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For guidance relating to Site Planning and Design, refer to UFC 3-201-01. Paved areas shall be laid out using a combination of profiles, typical sections, and spot elevations. The floor elevation shall be sufficient to affect positive

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drainage away from all sides of the building towards the existing drainage systems.

Spot elevations shall be provided for all paved areas. Contours alone shall not be used for the grading of any paved access ways. The use of contours for general grading is acceptable. While the intent is to minimize the need for imported soil, the building footprint area will require the import of additional select or engineered fill to allow for the truck loading dock on the facility's north wall.

If practical, the soil removed from the site may be utilized as fill in other areas of the site if suitable. Excess material shall be transported off site and disposed of in an approved manner.

4.2.1 Materials

As minimum design criteria, all materials shall conform with the applicable sections of the UFC�s and FCTDG most current editions and as shown on the plans.

4.2.2 Standoff Distances

Submittal drawings shall include the standoff lines at the appropriate distances to indicate that the design follows UFC 4-010-01, which is available at https://www.wbdg.org/ccb/browse_cat.php?c=4 and as indicated in Section 4 of his document. The site is within the secured perimeter of the base and is located more than 50 feet from the perimeter.

4.2.3 Site Survey

A site topographic survey has been completed on the project site location. This survey is to include all planimetric features such as buildings, sidewalks, roadways, parking areas, visible utilities, and vegetation. The survey includes the locations of sanitary manholes and sewers, storm manholes, inlets and catch basins, the location of fire hydrants and water mains, the location of gas mains, and the location of fiber optic and underground communication lines. This survey will be provided to the successful DB Contractor in electronic format. See the drawings in the appendices for survey data to be used for proposals.

4.2.4 Notification Prior to Excavation

Fort Campbell has stopped using dig permits. Tennessee One Call is being used to notify utility providers of the need to locate buried utilities prior to digging/excavation. One week prior to beginning digging/excavation, the contractor shall call 800-351-1111. Refer to the FCTDG for additional information. The marked location of the existing utilities is approximate. Excavation by power driven equipment is not permitted within three (3) feet of either side of the marked utility. Hand excavate on each side of the indicated obstruction and continue until uncovered or clearance for the new grade is assured.

Report damage to underground utilities or subsurface construction immediately to the Contracting Officer. Damage to marked utilities shall be satisfactorily repaired or replaced by the DB Contractor at no additional cost to the government. Damage to unmarked utilities shall be repaired or replaced by the DB Contractor and be subject to an equitable adjustment in the contract amount. Repair is defined as permanent, code compliant measures as approved by the Contracting Officer.

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4.3 DEMOLITION

This project requires the demolition of existing concrete pavements, asphalt pavements, gravel storage areas, security fencing, double swing gate, abandoned utility poles, and a concrete slab on grade.

All demolished materials shall be recycled when practical or will be removed from the site by the Contractor and disposed of in an approved manner.

4.3.1 Abandoned Structures and Utilities

Historical aerial photographs of this area showed a large metal canopied structure (140�x40�) on the south side of the existing warehouses. Although this structure is gone, a small concrete slab remains on grade located within the area of the structure, and structural column footings from the canopied structure could remain below grade.

No known utilities exist within the site. If an abandoned utility is encountered, an on-site decision by the Designer of Record shall be made concerning the necessity for removal or safe loading of the pipe.

Refer to the attached Geophysical survey, which indicates some additional buried objects which shall also be demolished.

4.3 ENTRANCES AND FIRE DEPARTMENT ACCESS

Entrance locations and widths shall be determined by the design engineer. Handicap accessibility requirements shall follow the ABA Accessibility Guidelines for Buildings and Facilities.

Emergency Vehicle access into the site is provided for at the existing gated entrance from 53rd Street. A 24-foot-wide concrete drive will extend from the gated entrance south to the proposed facility. Large pavement areas are provided on the north and east sides of the proposed building and a 20-foot-wide asphalt pavement fire lane is provided on the south and west sides.

The pavement thickness shall be designed in accordance with the Louisville District Military Design Guide, the Fort Campbell Technical Design Guide, and the latest edition of UFC 3-250-01 Pavement Design for Roads and Parking Areas, date 14 November 2016, which requires the use of PCASE software. Section 4-3 of UFC 3-250- 01 recommends a 25-year pavement design life.

The Geotechnical Report for the Fort Cambell project specifies a CBR value of 5.1 percent at 95 percent of the modified Proctor maximum dry density and 0.2 inches penetration.

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The estimated traffic loading shall be as follows:

Design

Vehicle

PCASE Model

Vehicle

Gross

Weight

(lbs)

Routine

Frequency

(passes per day)

POV Car - Passenger 3,000 40

POV

Truck, Large Pickup, or SUV 7,500 30

Delivery Trucks Truck, 5 Axle 80,000 7 Dumpster Trucks

Garbage/Service Truck 55,000 2

Flexible Pavements - The Louisville District minimum flexible pavement section consists of 1.5 inches asphalt surface course over 2.0 inches asphalt base course over 8 inches aggregate subbase course for light traffic areas such as POV lots, and 2.0 inches asphalt surface course over 3.0 inches asphalt base course over 12 inches aggregate subbase course for heavy traffic areas such as entrance roads and military equipment parking (MEP) areas.

Rigid Pavement - The Louisville District minimum rigid pavement section consists of

6.0 inches Portland cement concrete pavement (PCCP) over 8 inches aggregate subbase course. Per \1\UFC 3-250-01/1/, rigid pavements for roads, streets, and open storage areas at military installations shall be plain (nonreinforced) concrete

4.4 SIDEWALKS

A curbed visitor parking area with concrete sidewalk will be located near the front entrance on the north side of the facility. A handicapped curb ramp with detectable warning mat and concrete sidewalks will provide for pedestrian circulation to the front entrance. Sidewalks will be a minimum of 6-feet in width and a minimum of 4-inch thick. The parking area, concrete sidewalk, and handicapped curb ramp shall be designed to meet the current ABA Accessibility Guidelines for Buildings and Facilities.

A new concrete sidewalk will connect to the existing sidewalk system along Tennessee Avenue and will be extended along the entrance drive connecting the facility to the existing pedestrian circulation on the base.

4.5 CURBS

Curbing is installed at the visitors parking area only. Per the FCTDG the use of concrete wheel stops is not encouraged as this inhibits snow removal. The concrete curbing and handicapped curb ramp shall be designed to meet the current ABA Accessibility Guidelines for Buildings and Facilities.

4.6 SANITARY SEWER SYSTEM

All wastewater collection and treatment infrastructure located on Ft. Campbell is owned and maintained by JACOBS.

JACOBS will install the sanitary sewer service from the tie in point to its connection point within 5-foot outside of the building. The DOR determines the required capacity and size of each service line and the preferred location of the building service entrance. The DB contractor to submit plans for review and

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approval to the utility company. The contractor will need to contract and pay for this work with JACOBS.

The point of connection to the sanitary sewer system is to an existing sanitary manhole located to the east of the proposed site. Access to this point of service will require crossing the existing asphalt parking area which will require the removal and replacement of existing asphalt paving. The existing manhole has sufficient depth to allow for the construction of a new gravity sewer line and manhole. A 6-inch service line will be extended from the new manhole to a cleanout located 5-foot outside of the building.

All sanitary sewers and sewer structures will be constructed in accordance with JACOBS Construction and Design Guidelines, UFC 3-240-01, and FCTDG.

4.7 STORM SEWER SYSTEM

An existing storm sewer system is located north of the project site providing for drainage around the existing warehouses. Based on the topographical survey for the site the DOR is to determine if the existing system has the depth to allow for the extension of new storm sewer lines if needed and the capacity to accept additional flows from the proposed site. All storm sewers and structures will be constructed in conformance with FCTDG.

DOR will implement stormwater management practices in compliance with EISA, Section 438 to the maximum extent technically feasible. Refer to the FCTDG for additional information regarding Low Impact Development Strategies. All storm sewers and structures will be constructed in conformance with FCTDG.

It is the policy of Fort Campbell that storm drainage…